CN105819733B - Impervious additive of a kind of concrete anticracking and preparation method thereof - Google Patents

Impervious additive of a kind of concrete anticracking and preparation method thereof Download PDF

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CN105819733B
CN105819733B CN201610156554.XA CN201610156554A CN105819733B CN 105819733 B CN105819733 B CN 105819733B CN 201610156554 A CN201610156554 A CN 201610156554A CN 105819733 B CN105819733 B CN 105819733B
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powder
parts
granularity
concrete
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CN105819733A (en
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耿晓滨
郭海峰
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Nantong Bu'er Environmental Technology Co Ltd
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    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B40/00Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/0028Aspects relating to the mixing step of the mortar preparation
    • C04B40/0039Premixtures of ingredients
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/60Agents for protection against chemical, physical or biological attack
    • C04B2103/65Water proofers or repellants

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Compositions Of Macromolecular Compounds (AREA)
  • Solid-Sorbent Or Filter-Aiding Compositions (AREA)
  • Sealing Material Composition (AREA)

Abstract

The present invention relates to a kind of impervious specialist additive of concrete anticracking, its constituent is in parts by mass:9 11 parts of carboxyl class material, carboxyl class material are mixed by sodium carboxymethylcellulose and carboxylated Graphene, and sodium carboxymethylcellulose is 1 with the mass ratio of carboxylated Graphene:7.2~8.2, and sodium carboxymethylcellulose and carboxylated Graphene are the powder that granularity is between 500 600 mesh;46 parts of oxide powder and zinc, its granularity are 300 400 mesh;45 parts of activated carbon, the activated carbon choice of powder shape, its granularity are 200 300 mesh;Nanoscale is slight 40 42 parts of dicalcium powder, its granularity is 1,000 1200 mesh;65 68 parts of polyester fiber, its length are 10 15mm, a diameter of 20 25 m.It is an advantage of the current invention that:The impervious specialist additive of the concrete anticracking greatly strengthen cracking resistance and the anti-permeability performance of concrete, also substantially increase the waterproofing protection phase to building.

Description

Impervious additive of a kind of concrete anticracking and preparation method thereof
Technical field
The invention belongs to building material technical field, the impervious additive of more particularly to a kind of concrete anticracking, further relate to this The preparation method of the impervious specialist additive of concrete anticracking.
Background technology
Concrete, referred to as " concrete ", typically refer to make Binder Materials with cement, and sand, masonry gather materials, with water by a certain percentage Coordinate, agitated gained.Concrete has abundant raw material, cheap, the feature of simple production process so as to range ten Divide extensively, not only used in various civil engineerings, be exactly shipbuilding industry, mechanical industry, the exploitation of ocean, geothermal engineering etc., mix Solidifying soil is also important material.But concrete material is due to the characteristic of self structure, in use especially for those Underground and aouatic structure engineering often occur Seepage, and this has a strong impact on and constrain the application of concrete material.
Therefore, the various additives about improving and improving concrete material impermeability are constantly suggested, as early stage Some are expanded by producing to improve the inorganic water-proof agents such as calcium chloride, the iron chloride of concrete anticracking impermeability, in addition with Some organics, such as organosilicon, aliphatic acid etc.;But these waterproofing agent one side waterproof abilities are limited, it is impossible to persistently.
Therefore, some new more effective waterproof additives are expected to be developed and apply.
Content of the invention
The technical problem to be solved in the present invention be provide one kind can make concrete anticracking, anti-permeability performance strengthen and can improve right The impervious additive of the concrete anticracking of the waterproofing protection phase of building, also provides a kind of concrete anticracking impervious specialist additive Preparation method.
For solving above-mentioned technical problem, the technical scheme is that:A kind of impervious additive of concrete anticracking, its innovation Point is:The constituent of the additive is in parts by mass:
Carboxyl class material 9-11 part;
Oxide powder and zinc 4-6 part;
Activated carbon 4-5 part;
Nanoscale is slight dicalcium powder 40-42 part;
Polyester fiber 65-68 part;
Wherein, described carboxyl class material is mixed by sodium carboxymethylcellulose and carboxylated Graphene, and carboxymethyl is fine The plain sodium of dimension is 1 with the mass ratio of carboxylated Graphene:7.2~8.2, and sodium carboxymethylcellulose is grain with carboxylated Graphene Degree is the powder between 500-600 mesh;The granularity of described oxide powder and zinc is 300-400 mesh;Described activated carbon selects powder Last shape, its granularity are 200-300 mesh;The granularity of described nanoscale is slight dicalcium powder is 1000-1200 mesh;Described polyester is fine Dimension, its length are 10-15mm, a diameter of 20-25 m.
Further, in described carboxyl class material, sodium carboxymethylcellulose is 1 with the mass ratio of carboxylated Graphene: 7.7.
A kind of preparation method of the impervious additive of above-mentioned concrete anticracking, its innovative point are:The preparation method bag Include following step:Will be slight with carboxylated Graphene, oxide powder and zinc, activated carbon and nanoscale for the sodium carboxymethylcellulose for measuring Dicalcium powder is sent into mixer and is mixed, and metering as needed is assigned in packaging bag, then the metering of required polyester fiber is put into Install sealing in pulvis bag and be finished product.
In the present invention, the mechanism of action of additive is:The impervious additive of concrete anticracking of the present invention can be fully filled very well Microvoid between concrete interface, strengthen interface adhesion, keep water slow decomposition, reduce hydro-thermal quick on Rise, and so that the heat of hydration of generation is discharged from concrete, activate, strengthen the activity of cement, flyash and aggregate so as to it Between compatibility strengthen, fine so as to combined in whipping process, it is ensured that gelling thing construction process of vibrating in not with aggregate Isolation, improve concrete from close property, while improving the etch resistant properties of reinforcing bar;And can strengthen and limit concrete and cause because of various stress Crack produces, and forms complete netted system in global formation concrete, improves and changes agent on crack resistance of concrete difference variation because of climate temperature Performance.
It is an advantage of the current invention that:The carboxyl class material that the impervious additive of the concrete anticracking of the present invention is adopted, which is by carboxylic Sodium carboxymethylcellulose pyce and carboxylated Graphene are mixed, microvoid that can be on fill concrete interface, can be strengthened between interface Adhesion, absorb the hydro-thermal during part concrete formation;Using oxide powder and zinc, in the pre-hardening process of concrete In, and water and acid, alkaline matter neutralization, little by little separately hydrogen and oxygen, making gas, discharging, while taking away from concrete The part heat of hydration, reduces the generation of temperature shrinkage fracture;Using activated carbon can neutralize KO2、NaO2Generation, activation cement, The activity of flyash and aggregate so as between compatibility strengthen, so as in whipping process can in conjunction with fine, it is ensured that be gelled Thing in construction process of vibrating not with aggregate segregation, improve concrete from close property, while improving the stainless property of reinforcing bar;Using Nanoscale is slight dicalcium powder, can further enhance concrete activity, improve the compactness of concrete, from filling, because of internal gas when concrete is molded The capillary porosity of generation, improves the anti-carbonation properties in concrete later stage;Using polyester fiber, strengthen limiting concrete and cause because of various stress Crack generation, form a complete soft structure network structure system in global formation concrete, and by fiber by hydro-thermal Pass, improve because of the ability of climate temperature change concrete Anti-temperature difference change;Thus, the impervious interpolation of the concrete anticracking of the present invention Agent greatly strengthen the cracking resistance of concrete and anti-permeability performance, also substantially increase the waterproofing protection phase to building.
Specific embodiment
The following examples can make professional and technical personnel that the present invention is more fully understood, but not therefore by this Bright it is limited among described scope of embodiments.
Embodiment 1
First in parts by mass:By 1.1 parts of sodium carboxymethylcelluloses, 7.9 parts of carboxylated Graphenes, 6 parts of oxide powder and zincs, 5 Part activated carbon, 42 parts of nanoscales are slight, and dicalcium powder sends into mixer is sufficiently mixed, and makes powder;Wherein, wherein, carboxylated The granularity of Graphene is 500 mesh, and the granularity of oxide powder and zinc is 300 mesh, and the granularity of activated carbon is 200 mesh, nanoscale is slight coarse whiting The granularity of powder is 1000 mesh.
Then above-mentioned powder is divided into N part according to the quality of individual packaging bag to be evenly distributed in each packaging bag respectively;
Finally, then by the polyester fiber that total amount is 68 mass parts it is divided into N part, evenly distributes after weighing to installing powder In packaging bag, finished product is made in sealing, and wherein, the length of polyester fiber is 10mm, a diameter of 20 m.
Embodiment 2
First in parts by mass:By 0.98 part of sodium carboxymethylcellulose, 8.02 parts of carboxylated Graphenes, 6 parts of oxide powder and zincs, 5 parts of activated carbons, 42 parts of nanoscales are slight, and dicalcium powder sends into mixer is sufficiently mixed, and makes powder;Wherein, wherein, carboxyl The granularity of graphite alkene is 500 mesh, and the granularity of oxide powder and zinc is 300 mesh, and the granularity of activated carbon is 200 mesh, and nanoscale is slightly weighed The granularity of calcium powder is 1000 mesh.
Then above-mentioned powder is divided into N part according to the quality of individual packaging bag to be evenly distributed in each packaging bag respectively;
Finally, then by the polyester fiber that total amount is 68 mass parts it is divided into N part, evenly distributes after weighing to installing powder In packaging bag, finished product is made in sealing, and wherein, the length of polyester fiber is 10mm, a diameter of 20 m.
Embodiment 3
First in parts by mass:By 1.03 parts of sodium carboxymethylcelluloses, 7.97 parts of carboxylated Graphenes, 6 parts of oxide powder and zincs, 5 parts of activated carbons, 42 parts of nanoscales are slight, and dicalcium powder sends into mixer is sufficiently mixed, and makes powder;Wherein, wherein, carboxyl The granularity of graphite alkene is 500 mesh, and the granularity of oxide powder and zinc is 300 mesh, and the granularity of activated carbon is 200 mesh, and nanoscale is slightly weighed The granularity of calcium powder is 1000 mesh.
Then above-mentioned powder is divided into N part according to the quality of individual packaging bag to be evenly distributed in each packaging bag respectively;
Finally, then by the polyester fiber that total amount is 68 mass parts it is divided into N part, evenly distributes after weighing to installing powder In packaging bag, finished product is made in sealing, and wherein, the length of polyester fiber is 10mm, a diameter of 20 m.
Table 1 below is sodium carboxymethylcellulose and carboxylated Graphene mass ratio contrast form in embodiment 1-3:
Carboxyl class material Embodiment 1 Embodiment 2 Embodiment 3
Sodium carboxymethylcellulose 1 1 1
Carboxylated Graphene 7.2 8.2 7.7
For the performance of the impervious additive of testing example 1-3 concrete anticracking, the concrete anticracking of each embodiment is impervious Weight of additive adds 1kg finished product additive according in per cubic metre of concrete, then concrete each sample is tested, Performance test results are shown in Table 2.
The performance test data of the impervious additive of 2 embodiment 1-3 concrete anticracking of table
Pilot project Embodiment 1 Embodiment 2 Embodiment 3
Seepage-resistant grade 18MPa 17MPa 18MPa
Infiltration height 4.5cm 4.5cm 4cm
Cracking resistance grade >=one-level >=one-level >=one-level
Crack reduces coefficient 77% 76% 78%
The waterproofing protection phase 73 years 73 years 75 years
Conclusion:As can be seen from the above table, the impervious additive of the concrete anticracking of embodiment 1-3, seepage-resistant grade P=17- 18MPa, in 4-4.5cm, cracking resistance grade >=one-level, it is 76%-78% that crack reduces coefficient to infiltration height, the additive of the invention The waterproofing protection phase is 73-75;Thus, the impervious additive of the concrete anticracking of the present invention greatly strengthen the cracking resistance of concrete and Anti-permeability performance, also substantially increases the waterproofing protection phase to building;Additionally, embodiment 1-3 is compared, can see Go out, every test performance of embodiment 3 is superior to other two embodiments, thus embodiment 3 is most preferred embodiment.
Embodiment 4
First in parts by mass:By 1.24 parts of sodium carboxymethylcelluloses, 9.76 parts of carboxylated Graphenes, 4 parts of oxide powder and zincs, 5 parts of activated carbons, 40 parts of nanoscales are slight, and dicalcium powder sends into mixer is sufficiently mixed, and makes powder;Wherein, wherein, carboxyl The granularity of graphite alkene is 500 mesh, and the granularity of oxide powder and zinc is 300 mesh, and the granularity of activated carbon is 200 mesh, and nanoscale is slightly weighed The granularity of calcium powder is 1000 mesh.
Then above-mentioned powder is divided into N part according to the quality of individual packaging bag to be evenly distributed in each packaging bag respectively;
Finally, then by the polyester fiber that total amount is 65 mass parts it is divided into N part, evenly distributes after weighing to installing powder In packaging bag, finished product is made in sealing, and wherein, the length of polyester fiber is 10-15mm, a diameter of 20 m.
Embodiment 5
First in parts by mass:By 1.15 parts of sodium carboxymethylcelluloses, 8.85 parts of carboxylated Graphenes, 5 parts of oxide powder and zincs, 4 parts of activated carbons, 41 parts of nanoscales are slight, and dicalcium powder sends into mixer is sufficiently mixed, and makes powder;Wherein, wherein, carboxyl The granularity of graphite alkene is 500 mesh, and the granularity of oxide powder and zinc is 300 mesh, and the granularity of activated carbon is 200 mesh, and nanoscale is slightly weighed The granularity of calcium powder is 1000 mesh.
Then above-mentioned powder is divided into N part according to the quality of individual packaging bag to be evenly distributed in each packaging bag respectively;
Finally, then by the polyester fiber that total amount is 67 mass parts it is divided into N part, evenly distributes after weighing to installing powder In packaging bag, finished product is made in sealing, and wherein, the length of polyester fiber is 10mm, a diameter of 20 m.
Table 3 below is each component proportion contrast table lattice of embodiment 3-5:
The weight proportion of 3 embodiment 3-5 of table
Component Embodiment 3 Embodiment 4 Embodiment 5
Carboxylated Graphene 9 11 10
Oxide powder and zinc 6 4 5
Activated carbon 5 5 4
Nanoscale is slight dicalcium powder 42 40 41
Polyester fiber 68 65 67
For the performance of the impervious additive of testing example 3-5 concrete anticracking, the concrete anticracking of each embodiment is impervious Weight of additive adds 1kg finished product additive according in per cubic metre of concrete, then concrete each sample is tested, Performance test results are shown in Table 4.
The performance test data of the impervious additive of 4 embodiment 3-5 concrete anticracking of table
Pilot project Embodiment 3 Embodiment 4 Embodiment 5
Seepage-resistant grade 18MPa 17MPa 20MPa
Infiltration height 4cm 3.5cm 3cm
Cracking resistance grade >=one-level >=one-level >=one-level
Crack reduces coefficient 78% 85% 90%
The waterproofing protection phase 75 years 73 years 80 years
Conclusion:As can be seen from the above table, the impervious additive of the concrete anticracking of embodiment 3-5, seepage-resistant grade P=17- 20MPa, infiltration height in 3-4cm, cracking resistance grade >=one-level, it is 78%-90% that crack reduces coefficient, the additive of the invention anti- The water conservation phase is 73-80;Thus, the impervious additive of the concrete anticracking of the present invention greatly strengthen the cracking resistance of concrete and anti- Performance is oozed, also substantially increases the waterproofing protection phase to building;Additionally, embodiment 3-5 is compared, it can be seen that Every test performance of embodiment 5 is superior to other two embodiments, thus embodiment 5 is most preferred embodiment.
Embodiment 6
First in parts by mass:By 1.15 parts of sodium carboxymethylcelluloses, 8.85 parts of carboxylated Graphenes, 5 parts of oxide powder and zincs, 4 parts of activated carbons, 41 parts of nanoscales are slight, and dicalcium powder sends into mixer is sufficiently mixed, and makes powder;Wherein, wherein, carboxyl The granularity of graphite alkene is 600 mesh, and the granularity of oxide powder and zinc is 400 mesh, and the granularity of activated carbon is 300 mesh, and nanoscale is slightly weighed The granularity of calcium powder is 1200 mesh.
Then above-mentioned powder is divided into N part according to the quality of individual packaging bag to be evenly distributed in each packaging bag respectively;
Finally, then by the polyester fiber that total amount is 67 mass parts it is divided into N part, evenly distributes after weighing to installing powder In packaging bag, finished product is made in sealing, and wherein, the length of polyester fiber is 10mm, a diameter of 20 m.
Embodiment 7
First in parts by mass:By 1.15 parts of sodium carboxymethylcelluloses, 8.85 parts of carboxylated Graphenes, 5 parts of oxide powder and zincs, 4 parts of activated carbons, 41 parts of nanoscales are slight, and dicalcium powder sends into mixer is sufficiently mixed, and makes powder;Wherein, wherein, carboxyl The granularity of graphite alkene is 550 mesh, and the granularity of oxide powder and zinc is 350 mesh, and the granularity of activated carbon is 250 mesh, and nanoscale is slightly weighed The granularity of calcium powder is 1100 mesh.
Then above-mentioned powder is divided into N part according to the quality of individual packaging bag to be evenly distributed in each packaging bag respectively;
Finally, then by the polyester fiber that total amount is 67 mass parts it is divided into N part, evenly distributes after weighing to installing powder In packaging bag, finished product is made in sealing, and wherein, the length of polyester fiber is 10mm, a diameter of 20 m.
Table 5 below is each component particle size size contrast form of embodiment 5-7:
Each component particle size size of 5 embodiment 5-7 of table
Component Embodiment 5 Embodiment 6 Embodiment 7
Carboxylated Graphene 500 mesh 600 mesh 550 mesh
Oxide powder and zinc 300 mesh 400 mesh 350 mesh
Activated carbon 200 mesh 300 mesh 250 mesh
Nanoscale is slight dicalcium powder 1000 mesh 1200 mesh 1100 mesh
For the performance of the impervious additive of testing example 5-7 concrete anticracking, the concrete anticracking of each embodiment is impervious Weight of additive adds 1kg finished product additive according in per cubic metre of concrete, then concrete each sample is tested, Performance test results are shown in Table 6.
The performance test data of the impervious additive of 6 embodiment 5-7 concrete anticracking of table
Pilot project Embodiment 5 Embodiment 6 Embodiment 7
Seepage-resistant grade 20MPa 18MPa 20MPa
Infiltration height 3cm 3.5cm 3cm
Cracking resistance grade >=one-level >=one-level >=one-level
Crack reduces coefficient 90% 88% 90%
The waterproofing protection phase 80 years 78 years 82 years
Conclusion:As can be seen from the above table, the impervious additive of the concrete anticracking of embodiment 5-7, seepage-resistant grade P=18- 20MPa, in 3-3.5cm, cracking resistance grade >=one-level, it is 88%-90% that crack reduces coefficient to infiltration height, the additive of the invention The waterproofing protection phase is 78-82;Thus, the impervious additive of the concrete anticracking of the present invention greatly strengthen the cracking resistance of concrete and Anti-permeability performance, also substantially increases the waterproofing protection phase to building;Additionally, embodiment 5-7 is compared, can see Go out, every test performance of embodiment 7 is superior to other two embodiments, thus embodiment 7 is most preferred embodiment.
Embodiment 8
First in parts by mass:By 1.15 parts of sodium carboxymethylcelluloses, 8.85 parts of carboxylated Graphenes, 5 parts of oxide powder and zincs, 4 parts of activated carbons, 41 parts of nanoscales are slight, and dicalcium powder sends into mixer is sufficiently mixed, and makes powder;Wherein, wherein, carboxyl The granularity of graphite alkene is 550 mesh, and the granularity of oxide powder and zinc is 350 mesh, and the granularity of activated carbon is 250 mesh, and nanoscale is slightly weighed The granularity of calcium powder is 1100 mesh.
Then above-mentioned powder is divided into N part according to the quality of individual packaging bag to be evenly distributed in each packaging bag respectively;
Finally, then by the polyester fiber that total amount is 67 mass parts it is divided into N part, evenly distributes after weighing to installing powder In packaging bag, finished product is made in sealing, and wherein, the length of polyester fiber is 15mm, a diameter of 25 m.
Embodiment 9
First in parts by mass:By 1.15 parts of sodium carboxymethylcelluloses, 8.85 parts of carboxylated Graphenes, 5 parts of oxide powder and zincs, 4 parts of activated carbons, 41 parts of nanoscales are slight, and dicalcium powder sends into mixer is sufficiently mixed, and makes powder;Wherein, wherein, carboxyl The granularity of graphite alkene is 550 mesh, and the granularity of oxide powder and zinc is 350 mesh, and the granularity of activated carbon is 250 mesh, and nanoscale is slightly weighed The granularity of calcium powder is 1100 mesh.
Then above-mentioned powder is divided into N part according to the quality of individual packaging bag to be evenly distributed in each packaging bag respectively;
Finally, then by the polyester fiber that total amount is 67 mass parts it is divided into N part, evenly distributes after weighing to installing powder In packaging bag, finished product is made in sealing, and wherein, the length of polyester fiber is 12mm, a diameter of 22 m.
Table 7 below is the polyester fiber form size contrast form of embodiment 7-9:
7 embodiment 7-9 polyester fiber form size of table
Polyester fiber Embodiment 7 Embodiment 8 Embodiment 9
Length 10mm 15mm 12mm
Diameter 20µm 25µm 22µm
For the performance of the impervious additive of testing example 7-9 concrete anticracking, the concrete anticracking of each embodiment is impervious Weight of additive adds 1kg finished product additive according in per cubic metre of concrete, then concrete each sample is tested, Performance test results are shown in Table 8.
The performance test data of the impervious additive of 8 embodiment 7-9 concrete anticracking of table
Pilot project Embodiment 7 Embodiment 8 Embodiment 9
Seepage-resistant grade 20MPa 19MPa 22MPa
Infiltration height 3cm 3.5cm 3cm
Cracking resistance grade >=one-level >=one-level >=one-level
Crack reduces coefficient 90% 88% 90%
The waterproofing protection phase 82 years 74 years 82 years
Conclusion:As can be seen from the above table, the impervious additive of the concrete anticracking of embodiment 7-9, seepage-resistant grade P=19- 22MPa, in 3-3.5cm, cracking resistance grade >=one-level, it is 88%-90% that crack reduces coefficient to infiltration height, the additive of the invention The waterproofing protection phase is 74-82;Thus, the impervious additive of the concrete anticracking of the present invention greatly strengthen the cracking resistance of concrete and Anti-permeability performance, also substantially increases the waterproofing protection phase to building;Additionally, embodiment 7-9 is compared, can see Go out, every test performance of embodiment 9 is superior to other two embodiments, thus embodiment 9 is most preferred embodiment.
In order to contrast the performance of the impervious additive of concrete anticracking of the present invention, will be impervious for the concrete anticracking of 1kg of the present invention Additive is added in one cubic metre of concrete, and is reference examples 1 using normal concrete, and reference examples 2 are mixed at per cubic metre Add 1kg micro-expanding agent and polypropylene anti-crack fiber in solidifying soil, then each concrete is tested.
The performance test results are as shown in table 9.
The impervious additive of the concrete anticracking of the present invention of table 9 and the performance test data of reference examples
Pilot project The present invention Reference examples 1 Reference examples 2
Seepage-resistant grade P > 15MP P < 6 P=6~8
Infiltration height 3~4.5cm > 5cm > 5cm
Cracking resistance grade >=one-level < three-level < one-level
Crack reduces coefficient > 70%~90% < 30% < 70%
The waterproofing protection phase > 70 years 3~5 years 3~5 years
Note:Reference examples 1 and reference examples 2 plus outer waterproof roll, the waterproofing protection phase is 3-5, and additive of the present invention is anti- Water conservation phase and building same life-span.
Conclusion:As can be seen from the above table, the impervious additive of the concrete anticracking of the present invention, seepage-resistant grade P > 15MPa, oozes Water height reduces coefficient >=70%, the waterproofing protection phase > of the additive of the invention in 3-4.5cm, cracking resistance grade >=one-level, crack 70 years;Thus, the impervious additive of the concrete anticracking of the present invention greatly strengthen cracking resistance and the anti-permeability performance of concrete, also significantly Improve the waterproofing protection phase to building.
General principle and principal character and the advantages of the present invention of the present invention has been shown and described above.The skill of the industry Simply explanation of the art personnel it should be appreciated that the present invention is not restricted to the described embodiments, described in above-described embodiment and specification The principle of the present invention, without departing from the spirit and scope of the present invention, the present invention also has various changes and modifications, these Changes and improvements are both fallen within scope of the claimed invention.The claimed scope of the invention by appending claims and Its equivalent thereof.

Claims (3)

1. the impervious additive of a kind of concrete anticracking, it is characterised in that:The constituent of the additive is in parts by mass:
Carboxyl class material 9-11 part;
Oxide powder and zinc 4-6 part;
Activated carbon 4-5 part;
Nanoscale is slight dicalcium powder 40-42 part;
Polyester fiber 65-68 part;
Wherein, described carboxyl class material is mixed by sodium carboxymethylcellulose and carboxylated Graphene, carboxymethylcellulose calcium Sodium is 1 with the mass ratio of carboxylated Graphene:7.2~8.2, and sodium carboxymethylcellulose is granularity with carboxylated Graphene and is Powder between 500-600 mesh;The granularity of described oxide powder and zinc is 300-400 mesh;Described activated carbon choice of powder shape, Its granularity is 200-300 mesh;The granularity of described nanoscale is slight dicalcium powder is 1000-1200 mesh;Described polyester fiber, its Length is 10-15mm, a diameter of 20-25 m.
2. the impervious additive of concrete anticracking according to claim 1, it is characterised in that:Carboxylic in described carboxyl class material Sodium carboxymethylcellulose pyce is 1 with the mass ratio of carboxylated Graphene:7.7.
3. a kind of preparation method of the impervious additive of concrete anticracking described in claim 1, it is characterised in that:The preparation side Method comprises the steps:By the sodium carboxymethylcellulose for measuring and carboxylated Graphene, oxide powder and zinc, activated carbon and nanoscale Slight dicalcium powder is sent into mixer and is mixed, and metering as needed is assigned in packaging bag, then required polyester fiber is measured Put into and installed sealing as finished product in pulvis bag.
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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51121911A (en) * 1975-04-17 1976-10-25 Hideo Nose Method of producing instantaneous water stopping agent
CN101143769A (en) * 2007-08-31 2008-03-19 江西武冠新材料股份有限公司 Three expansion source concrete anti-cracking agent (CMA)
CN101172808A (en) * 2007-10-25 2008-05-07 南京派尼尔科技实业有限公司 High crack-proof, impervious composite material for concrete and producing method thereof
CN104497868A (en) * 2015-01-14 2015-04-08 徐继武 Graphene waterproof paint
CN104844122A (en) * 2015-06-08 2015-08-19 北京建筑大学 Cement grouting material

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51121911A (en) * 1975-04-17 1976-10-25 Hideo Nose Method of producing instantaneous water stopping agent
CN101143769A (en) * 2007-08-31 2008-03-19 江西武冠新材料股份有限公司 Three expansion source concrete anti-cracking agent (CMA)
CN101172808A (en) * 2007-10-25 2008-05-07 南京派尼尔科技实业有限公司 High crack-proof, impervious composite material for concrete and producing method thereof
CN104497868A (en) * 2015-01-14 2015-04-08 徐继武 Graphene waterproof paint
CN104844122A (en) * 2015-06-08 2015-08-19 北京建筑大学 Cement grouting material

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